CR 95-37 North Service Drive Project
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March 1, 1995 council Report 95-37
M.S.A. Funding
North Service Drive Project
Proposed Action.
staff recommends adoption of the following motion: Move that Council
adopt Resolution 95-14, Resolution Reauestinq Appropriation of
M.S.A. Funds. North Service Drive Improvements.
Adoption of this resolution releases state-Aid street funds to finance
the proposed North Service Drive improvements at the connection with
T.H.7 near 12th Avenue North.
Overview.
council at its December 20, 1994 meeting approved plans for the
frontage road detachment improvements at North service Drive and T.H.7
and ordered bids. From the outset of this project staff and Council
have proceeded with the scenario of state Aid funds as the means of
financing the improvements. state Aid will not fund all the
landscaping and storm sewer items as proposed. It is estimated that
the city's General Fund and storm Sewer utility will need to support
. $11,000.00 of noneligible costs.
Primary Issues to Consider.
+ status of current city state Aid Account.
The City's current M.S.A. account is in excess of $826,000. The
estimated cost for construction lS $252,500.00 and engineering at
$30,500.00.
Supportinq Information.
+ Engineer's Estimate
· Resolution 95-14
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Ja s Gessele
Engineering Superintendent
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~(~HI(:f'I~..oF UNIT PA~CES - S.A,P iJ..2-010-0~ PAGE,
02/21/05
ENGINEERS ESTIMATE
e 1995 12th AVE & NORTH SERVICE DR_ IMPROVEMENTS
HOPKINS, MN
aMI PROJECT NO. TC93 0200
ESTIMATED QUANTITIES ...~lL ESTIMATED COSTS
MNDOT ITEM UNIT UNIT SAP '32 0'0 03 ~- SAP'132-0,0 03
SPEC PRICE ELIGIBLE NONELlGI8lE TOTAL ELIGIBLE NONELlGIBlE TOTAL
2021.501 M081L1ZATION lUMP SUM $'0.000.00 , 1 $10.000.00 $'0.000.00
2101.502 CLEAAI NG TREE $25000 10 '0 $2.500.00 $2.50000
2101.507 GR UBBING TREE $.250.00 10 10 $2,500.00 $2.500.00
2104.501 REMOVE CONCRETE CURB & GU ITER LlN FT $2.00 2'00 2100 $4.200.00 $4.200.00
2'04.501 REMOVE CONCRETE PIPE LlN FT $8.00 'OB 108 $1,S84,OQ $1.S6~.00
210~.505 REMOVE BITUMINOUS WALK SOYD $1.00 350 350 $350.00 $350.00
2104.500 REMOVE MANHOLE OR CATCH BASIN EACH $300.00 B 6 $1,800.00 $1,800 00
211)01.523 SALVAGE CASTING EACH $150.00 8 0 $1.350.00 $1.350.00
2'04.523 SALVAGE HYDRANT EACH $200.00 2 2 $40000 $.;00.00
2104.523 SALVAGE GATE VALVE & BOX EACH $15000 2 2 $300.00 $300.00
2105.501 COMMON EXCAVAnON (Pi CUVD $5.50 3450 3450 $18,97500 $18.97500
2105.507 SUBGRADE EXCAVAnON (EV}(I) CUVD $4.00 700 700 $2.800.00 $2.800 00
2105 521 GRANUlAR BORROW (lV) 1 CUVD $5.00 ooa 900 $4.500.00 $4,500 00
2105.525 TOPSOIL BORROW (LV) (1) CU VD $8.00 1280 1260 $'0.080.00 $10,08000
2'05.543 STABILIZING AGGREGATE (1) TON $8.00 30 30 $240.00 $24000
0105.602 EXPlORA TORV EXCAVATION (') EACH $300.00 3 3 $900.00 $900.00
2211.501 AGGREGATE BASE CLASS 5 (Pi TON $7.50 2743 2743 $20.572.50 $20.572.50
2232.501 MIU BITUMINOUS SURFACE SaYD $1.50 9500 0500 $'~,250oo $14.250.00
2331.525 1 1/2" TYPE~' WEAAING COURSE MIXTURE SOYD $2.10 5280 5280 $11,08800 $11,08800
2331.525 1 1/2" TYP!; 31 BINDER COURSE MIXTURE SOVD $2.00 5200 5280 $10,560.00 $10.560.00
2331.525 .. TYPE31 BASE COURSE MIXTURE saVD $5.30 "1435 "1435 $23.505.50 $23.505.50
2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $2.00 535 535 $1.070.00 $'.070.00
2503.5-41 12" R.C. PIPE SEWER DES'GN 3006 CLASS N LlN FT $1800 20 '11 131 $360.00 $1,:998.00 $2.358.00
2503.541 15' A. C. PIPE SEWER DESIGN 3006 CLASS N L1N FT $20.00 37 38 75 $74000 $760.00 $1,500.00
2503.541 18' R. C. PIPE S EWER DESIGN 3006 CLASS III L1N FT $23.00 B-4 8~ $1.93200 $1.93<'.00
2503.541 24' A.C. PIPE SEWER DESIGN 3006 CLASS III L1N FT $26.00 83 10 93 $2.158.00 $.28000 $2.4113.00
0504.60.2 ADJUST VALVE BOX EACH $75.00 3 ; ~.225oo $.225.00
050<1.602 FURNISH AND INSTALL KVDRANT EACH $1.100.00 2 $2.200.00 $2.200.00
050<1.603 8' WATERMAlN 0.1. CLASS 52 LlN FT $16.00 5e 5e $928.00 $928.00
0504607 6" VALVE & BOX EACH $500 00 2 2 $1.000.00 $1.00000
050<1.520 FlnlNOS PO UNDS $1.50 ISO i50 $.225.00 $.225 00
2506.50 I CONST DRAINAGE STRUCTURE DES H L1N FT $120.00 9.28 4.00 13 2a $1.113.60 $4110.00 $'.593.60
2506.501 CONST DRAINAGE STRUCTURE DES COR G L1N FT $130.00 2531 4.00 29.31 $3,290 30 $52000 $3.810.30
2506.501 CONST DRAINAGE STRUCTURE DES so 1 UNFT $140.00 9.07 923 1B.3 $1,260.80 $1,292.20 $2.5(>2.00
. 2506.516 CAsTING ASSEMBLY (STO AM SEWER EACH $225.00 9 3 '2 $2.02500 $675.00 $2,700.00
2506.522 ADJUST FRAME AND RING CASTING EACH $20000 2 2 $400.00 $.;00.00
0506.802 CONNECT TO EXISTING STRUCTURE EACH $500.00 2 2 $' .000.00 $1.000.00
2521.S01 "I' CONCRETE WALK so FT $1.60 368 388 $608.40 $698.40
2521.S01 .. CONCRETE WITH EXPOSED AGG WALK SO FT $3.SO 3676 3676 $.12.-866.00 $12,866.00
253'.501 CONCRETE CURB & GUTTER DESIGN B618 L1N FT $6.50 3340 3340 $21,710.00 $2'.71000
0S31.601 CONCRETE CROSS GUTTER SOFT $2.'0 270 - 270 $567.00 $567.00
05(>3.601 TRAFFIC CO NTROL lUMP SUM $6.000.00 1 1 $8,00000 $8.000 00
2564.531 FURNISH AND INSTALL SIGN TYPE C SOFT $2500 76.15 76 ~ ----!_'.0'8.75 $1.81875
0564.602 PAVEMENT 101 ESSAGES (ARROW) - PAINTED EACH $7500 8 ~e $60000 $600 00
0564.603 4' SOUD UNE WHITE PAINTED LlN FT $0.60 485 485 $29'.00 $291 00
0564.603 4' BROKEN UNEWHITE PAINTED UN FT $0.60 50 - - 3 $30.00 $3000
O5B"1.603 12" SOLID LINE WHITE PAINTED UN FT " M" "H '~.OO $99.00
0564.603 24" SOUD UNE WHITE PAINTED L1N FT $3.80 35 351 .~o $126.00
0564 603 4' SOLID LINE YELLOW PAINTED LIN FT $0.60 B50 I=~~~~ -. $390.00
0564,0603 "I' DOUBLE SOLID Ci NE YELLOW PAiNTED LlN FT $120 565 '!~ $67800 $67600
0564.603 24' SOLID LINE YELLOW PAINTED LlN FT $380 65 _~ $23400 $23-4.00
2571.502 FUR NIS H AND PLANT SUGAR MAPLE 2" CAL B&B (1) TREE $350.00 ,. .._~ '14 $4.90000 $~, 900.00
2511.502 FURNISH AND PLANT SUMM,T ASH 2' CAl B&B (1) TREE $17500 18 .~ -- Ie $3.150.00 $3,150.00
2511.502 FURNISH AND PLANT AUTUMN BLAZE 2" CAl 8&B (1) TREE $4000 2 -- 2 $.80.00 $80.00
2571.503 FURNISH AND PLANT FLOWERING CRA-B WHITE (1) TREE -::::: '; -~ t~;::::: $5.800 00
2571.505 FURNISH AND PLANT AMUA MAPlE(SHRUB TYPE) (I) SHRUB $260.00 I
2573.501 BAlE CHECK EACH $.20 00 Q -9' $180 DO $18000
0573.503 SILT FENCE, PREASSEMBLEo.. MOD 1) LlN FT $150 405 "'- 405 $60750 $60750
2575_ 505 SODDING TYPE LAWN (1) So YD $250 8430 . -=- 8~---B..'~ $21,07500
- . ... -. -ll'
TOTALW/O TRAFFIC CONTROL AND MOBiLIZATION f==:3'~19 35 $11,038.20 $234.457.55'
(1) NolSubjectto MNDOT Spacn'fC....1ion 1903 RA= O~ 005 1.00
(2) p=plan Ouantily PRORATED TRAFFIC CONTROL AND MOBILIZATION . $1715256 $847.44 $1800000
TOTAL WI H TRAFFIC CONTROL AND MOB'LI~.. $24<1571.91 $11 8B5.641 $252457.55j
$252.457.55
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e CITY OF HOPKINS
HENNEPIN COUNTY, MINNESOTA
RESOLUTION 95-14
RESOLUTION REQUESTING APPROPRIATION OF M.S.A. FUNDS, NORTH
SERVICE DRIVE IMPROVEMENTS
Whereas, it is deemed advisable and necessary for the city of
Hopkins to participate in the cost of a construction project
on North Service Drive located adjacent to T.H.7 within the
limits of said municipality, and
Whereas, such a construction project has been approved by the
Commissioner of Transportation and identified in his records
as S.A.P. No. 132-010-03,
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF HOPKINS,
MINNESOTA:
The City of Hopkins hereby appropriates from its Municipal
State-Aid Street Funds the sum of $271,000.00 (estimated) to
apply toward construction and engineering of said project
. and requests the Commissioner of Transportation to approve
said authorization.
Adopted by the City Council of Hopkins, Minnesota, this 7th day
of March, 1995.
Charles D.Redepenning, Mayor
Attest:
James A.Genellie, city Clerk
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